159593 FOB Stone 21A Modified
| Agency: | State Government of Virginia |
|---|---|
| State: | Virginia |
| Type of Government: | State & Local |
| Posted Date: | Feb 21, 2025 |
| Due Date: | Mar 4, 2025 |
| Solicitation No: | IFB 88495 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
Description
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IFB-88495
-
159593 FOB Stone 21A Modified
- Status: Open
- Time Left:10 days, 14 hours
- Closing:3/4/25 10:00 AM
- Issued:2/21/25 11:21 AM
- Last Updated:
- Buyer:Steven Ferguson
-
Steven2.Ferguson@vdot.virginia.gov - 703-259-2493
- Converted Solicitation Reference #:IFB-A501-0000159593-1
IFB-88495
-
159593 FOB Stone 21A Modified
- Status: Open
- Time Left:10 days, 14 hours
- Closing:3/4/25 10:00 AM
- Issued:2/21/25 11:21 AM
- Last Updated:
- Buyer:Steven Ferguson
-
Steven2.Ferguson@vdot.virginia.gov - 703-259-2493
- Converted Solicitation Reference #:IFB-A501-0000159593-1
Actions
- Issued By:Virginia Department of Transportation
- Opportunity Type:Invitation for Bids (IFB)
- Category:Non-professional Services - Non-Technology
- Work Location:Loudoun County
- Website:
- Open Responses:See solicitation documents Public Opening information.
- Summary:VDOT is soliciting bids from VDOT approved aggregate plants or quarries to provide various types of aggregate as listed on the solicitation bid pricing schedule. The aggregate will be picked up by VDOT operated or hired trucks from the Contractor?s quarry or plant. Aggregate shall be loaded by the Contractor.
Documents
| Document | Size | Description | Posted On | Type |
| 159593 IFB Attachments.pdf | (122.68 KB) | 159593 IFB Attachments | 2/21/25 | RFx Document |
| 159593 IFB.pdf | (314.6 KB) | 159593 IFB | 2/21/25 | RFx Document |
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- l1_1. STONE NO. 21A, (Modified - See attachment) FOB STONE: Contract Special Provision (Requirement) for 21A (Modified): UNIT OF MEASURE SHALL BE SHORT TON Materials: Materials shall conform to the requirements of Section 208 of the 2020 Road and Bridge Specifications, except as to optimum moisture, plasticity index and gradation. Optimum Moisture: Material shall be produced at optimum moisture +/- 2 percentage points. Material shall be within the optimum moisture range upon pickup or delivery to site. Plasticity Index: Material shall not exceed a Plasticity Index (PI) of 6. The laboratory test required for these results is ASTM D4318 ? Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. Gradation: Material shall conform to Section 208.03, Table II-9, except for amounts finer than the #200 sieve. Percent by weight for the #200 sieve shall range from 11-15 percent.
- NIGP Code: 75035 Crushed Stone (Includes Riprap)
- Quantity: 3,000.00000 ton (UK) or longton (US)
- Delivery Date:
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